Civil Engineering - Steel Structure Design - Discussion
Discussion Forum : Steel Structure Design - Section 2 (Q.No. 5)
5.
A tension member, if subjected to possible reversal of stress due to wind, the slenderness ratio of the member should not exceed
Discussion:
14 comments Page 2 of 2.
Nishant said:
8 years ago
It should be 250.
Ankitpatel5789@gmail.com said:
8 years ago
No, this answer is right. I know slenderness 250. But from to the wind 350.
Selvi said:
8 years ago
For wind slenderness ratio 250.
Ankur said:
8 years ago
I think it should be 250.
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